Page 75 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

76 Solid Sawn Connectors FACE MOUNT HANGERS ROUGH LUMBER (DF SP) FACE MOUNT HANGERS ROUGH LUMBER (SPF) Joist Size Model No. Ga Dimensions Fasteners Doug Fir Larch/Southern Pine Allowable Loads W H B Header Joist Uplift Floor (100) Snow (115) Roof (125) 10d 16d (133) (160) 10d 16d 10d 16d 10d 16d ROUGH LUMBER SIZES 2x4(R) LU24R-18 18 2 3 1 4-16d 2-10dx1 U24R 16 2 3 2 4-10d 4-16d 2-10dx1 240 265 445 530 510 610 555 665 2x6(R) LU26R-18 18 2 4 1 6-16d 4-10dx1 U26R 16 2 5 2 8-10d 8-16d 4-10dx1 480 575 890 1065 1020 1225 1110 1330 2x8(R) LU28R-18 18 2 6 1 8-16d 6-10dx1 U26R 16 2 5 2 8-10d 8-16d 4-10dx1 480 575 890 1065 1020 1225 1110 1330 2x10(R) LU210R-18 18 2 7 2 10-16d 6-10dx1 U210R 16 2 9 2 14-10d 14-16d 6-10dx1 720 865 1555 1860 1785 2140 1940 2330 2x12(R) U210R 16 2 9 2 14-10d 14-16d 6-10dx1 865 1555 1860 1785 2140 1940 2330 2x14(R) U210R 16 2 9 2 14-10d 14-16d 6-10dx1 720 865 1555 1860 1785 2140 1940 2330 4x4(R) U44R 16 4 2 2 4-10d 4-16d 2-16d 355 425 445 530 510 610 555 665 4x6(R) U46R 16 4 4 2 8-10d 8-16d 4-16d 710 850 890 1065 1020 1225 1110 1330 4x8(R) U46R 16 4 4 2 8-10d 8-16d 4-16d 710 850 890 1065 1020 1225 1110 1330 4x10(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 4x12(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 4x14(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 6x6(R) U66R 16 6 5 2 8-10d 8-16d 4-16d 710 850 890 1065 1020 1225 1110 1330 6x8(R) U66R 16 6 5 2 8-10d 8-16d 4-16d 710 850 890 1065 1020 1225 1110 1330 6x10(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 6x12(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 6x14(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 1065 1115 1555 1860 1785 2140 1940 2330 Code Ref. 40 26, 121, 124 40 26, 121, 124 40 26, 121, 124 40 26, 121, 124 245 265 530 610 665 490 565 800 920 1000 735 865 1065 1225 1330 735 850 1330 1530 1660 Joist Size Model No. Ga Dimensions Fasteners Spruce-Pine-Fir Allowable Loads W H B Header Joist Uplift Floor (100) Snow (115) Roof (125) 10d 16d (133) (160) 10d 16d 10d 16d 10d 16d ROUGH LUMBER SIZES 2x4(R) LU24R-18 18 2 3 1 4-16d 2-10dx1 U24R 16 2 3 2 4-10d 4-16d 2-10dx1 210 250 385 460 440 530 480 575 2x6(R) LU26R-18 18 2 4 1 6-16d 4-10dx1 U26R 16 2 5 2 8-10d 8-16d 4-10dx1 415 500 575 690 660 795 720 860 2x8(R) LU28R-18 18 2 6 1 8-16d 6-10dx1 U26R 16 2 5 2 8-10d 8-16d 4-10dx1 415 500 575 690 660 795 720 860 2x10(R) LU210R-18 18 2 7 2 10-16d 6-10dx1 U210R 16 2 9 2 14-10d 14-16d 6-10dx1 625 750 960 1150 1105 1320 1200 1440 2x12(R) U210R 16 2 9 2 14-10d 14-16d 6-10dx1 625 750 960 1150 1105 1320 1200 1440 2x14(R) U210R 16 2 9 2 14-10d 14-16d 6-10dx1 625 750 960 1150 1105 1320 1200 1440 4x4(R) U44R 16 4 2 2 4-10d 4-16d 2-16d 255 305 385 460 440 530 480 575 4x6(R) U46R 16 4 4 2 8-10d 8-16d 4-16d 510 615 770 920 885 1060 960 1150 4x8(R) U46R 16 4 4 2 8-10d 8-16d 4-16d 510 615 770 920 885 1060 960 1150 4x10(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 770 920 1345 1610 1545 1850 1680 2010 4x12(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 770 920 1345 1610 1545 1850 1680 2010 4x14(R) U410R 16 4 8 2 14-10d 14-16d 6-16d 770 920 1345 1610 1545 1850 1680 2010 6x6(R) U66R 16 6 5 2 8-10d 8-16d 4-16d 590 710 770 920 885 1060 960 1150 6x8(R) U66R 16 6 5 2 8-10d 8-16d 4-16d 590 710 770 920 885 1060 960 1150 6x10(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 890 1065 1345 1610 1545 1850 1680 2010 6x12(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 890 1065 1345 1610 1545 1850 1680 2010 6x14(R) U610R 16 6 8 2 14-10d 14-16d 6-16d 890 1065 1345 1610 1545 1850 1680 2010 Code Ref. 40 26, 121, 124 40 26, 121, 124 40 26, 121, 124 40 26, 121, 124 210 255 460 530 575 420 505 690 795 860 630 760 920 1060 1150 630 760 1150 1320 1440 1.10d commons or 16d sinkers may be used instead of the specified 16d at 0.85 of the table load value. 2.16d sinkers may be used instead of the specified 10d commons with no load reduction. 3.Uplift loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. CODES: See page 12 for Code Listing Key Chart. 4.DF/SP loads can be used for SCL that has fastener holding capacity of Doug Fir. 5.HUs can be ordered in rough sizes at full table loads. Add X to the model designation ex: HU28X and specify rough width or height. Maximum width 8". 6.NAILS: 16d 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information.

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